10.upscaling

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    Stanford Rock Physics Laboratory - Gary Mavko

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    Aspects of Spatial Scaling

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    We need to relate measurements at different scalesLabLogsCrosswellVSPSurface Seismic

    How does laboratory rock physics apply to the field ?

    frequency differences sample size differences wavelength differences

    Seismic velocity depends not just on the rock andfluid properties, but also on the measurement scalerelative to the geologic scale

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    Scale effects on measured velocity

    Marion et al. (1994)

    -0.1

    -0.05

    0

    0.05

    0.1

    0.15

    0 10 20 30 40 50

    RT

    Time (s)

    EMT

    J.1

    Waves were propagated through periodic media created by

    stacking plastic and steel disks. At the top, the effective

    layer thickness is large compared with the wavelength; at

    the bottom it is small compared with the wavelength. The

    waveforms show that both the travel time andamplitude/frequency depend on the ratio wavelength to layer

    thickness. The velocities in the two limits are described

    wellby ray theory and effective medium theory, respectively.

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    J.2

    Apparent velocity picked from the layered medium

    experiment (top) and numerical simulations of the

    experiment (bottom).

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    One dimensional scale effectsin layered media

    Effective medium limit ( >> d):

    Ray theory limit (

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    Random arrangement of high and lowimpedance layers: a laboratory VSP

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    Scale effects in a laboratory simulated VSP

    20

    40

    60

    80

    100

    120

    140

    0 4 8 12 16 20 24 28 32

    experimental

    5% pick (propagator matrix)

    10% pick (propagator matrix)

    20% pick (propagator matrix)

    approximate recipe

    Kennet-Frazer

    numberofdisks

    propagation times (microseconds)

    effective medium

    ray theory

    =20=27

    J.3

    In a second experiment the plastic and steel disks were

    stacked randomly, to create a medium with random plastic

    and steel interval thicknesses. Waves were propagated

    through the growing stack, to roughly simulate a VSP.

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    Scale Effects on Seismic Velocities

    Interval velocities in thinly layered media

    J.4

    This slide shows the apparent interval velocity in each

    plastic interval in the laboratory VSP. The difference

    of arrival times picked from the waveforms at the top

    and bottom of each plastic interval were divided into

    the interval thickness to get the velocity. The bulkplastic velocity is ~2500 m/s. We see that this ray

    theory approach gives nonsense values when the

    interval thickness becomes small relative to the

    wavelength.

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    Short wavelength and long wavelength syntheticseismograms for plane wave propagation througha 2-D random heterogeneous medium with Gaussianspatial autocorrelation function

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    Velocity Dispersion in2-D Random Heterogeneous Media

    3600

    3620

    3640

    3660

    3680

    3700

    3720

    0.1 1 10 100

    Velocity

    /a

    effective medium

    ray theory 1-D

    ray theory 2-D

    ray theory 3-D

    Comparison of numerical wave propagation in 2-Dheterogeneous medium with a Gaussian spatialautocorrelation function and ray theory predictionsof Boyse (1986)

    J.5

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    Short Wavelength Behavior

    The variance of the traveltime fluctuations aroundthe mean traveltime can be related to the varianceof the slowness fluctuations (Mller et al., 1992)

    For plane waves in a heterogeneous medium witha Gaussian spatial autocorrelation function:

    L : pathlengtha : spatial correlation length

    T2 : traveltime varianceS2 : slowness variance

    T

    2

    = LaS

    2

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    Short Wavelength Behavior

    Ray theory in random media

    difference between ray theory slownessand mean slowness:

    (Boyse, 1986)

    Rss : spatial autocorrelation functiona : correlation length

    S2 : slowness varianceL : pathlength

    S= S0+ S

    S= SRT

    S0=

    S

    2 L

    a

    D

    D = RSS

    0

    d

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    0.6

    0.7

    0.8

    0.9

    1.0

    1.1

    0 20 40 60 80 100 120 140

    Sandstone

    Vrb/Vus

    1/Q

    Extension

    Shear

    Pressure

    0.6

    0.7

    0.8

    0.9

    1.0

    1.1

    0 20 40 60 80 100 120 140

    Limestone

    Vrb/Vus

    1/Q

    Extension

    Shear

    Pressure

    Velocity dispersion versus attenuation for sandstoneand limestone samples (Lucet, 1989)

    J.6

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    Velocity Dispersionin Heterogeneous Limestone

    4900

    4950

    5000

    5050

    5100

    5150

    5200

    5250

    5300

    0 0.1 1 10 100

    velocity

    /a

    ray theory 3-D

    ray theory 2-D

    effective medium

    Comparison of velocities computed from averagetraveltimes in numerical simulations with theoreticalpredictions

    x-ray

    image

    J.7